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1.5 1.5 WASTEWATER-SEWER�APPROVE\Seitz-Replacement ETU Tank and Dry Well to Lane and House—In APA—10-16-2023 RESOLUTION APPROVING JACK SEITZ'SAPPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12023 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS Jack Seitz (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a septic replacement system with the: 1. New Fusion Treatment Tank and the existing dry well to be located 6' from the property line in lieu of the required 10' setback; and 2. New Fusion Treatment Tank and the existing dry well to be located 4' from the house in lieu of the required 10' setback; and on property located at 26 Burnt Ridge Road in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on October 16t', 2023, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Jack Seitz for variances from the Sewage Disposal Ordinance to install a septic replacement system with the: 1. New Fusion Treatment Tank and the existing dry well to be located 6' from the property line in lieu of the required 10' setback; and 2. New Fusion Treatment Tank and the existing dry well to be located 4' from the house in lieu of the required 10' setback; and on property located at 26 Burnt Ridge Road in the Town of Queensbury and bearing Tax Map No: 239.16-1-17, and BE IT FURTHER, RESOLVED, that the ETU shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 16t'day of October, 2023,by the following vote: AYES NOES ABSENT: a SEPTIC VARIANCE ` ffiOe Us* Only Received: APPLICATION Permit #: 7.K+ti .Ffgrr + fir+ Permit Fee: 742 Bay Road, queensbury, NY 12804 P: 518-761-8256 www.uueensbury,net Invoice #: Approvals: Submittal: I (one) original & 8 copies of the completed application package <b c- Property Owner(s): Jack Seitz Owner's Agent: Eric Murdock Address:3348 Corte Panorama Address: PO Box 6265 Carlsbad, CA 92009 Syracuse, NY 13217 Phone #: 650-224-4886 Phone #: 315-254-6891 Site Address: 26 Burnt Ridge Road Tax ID#: 239.16-1-17 Directions to Site: Burnt Ridge Road Distance from well on property to septic system [if applicable) NO WELL. Is it possible to install a conforming septic system on this property? C3 Yes Z No If YES, please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells & septic systems on neighboring properties? Cl Yes 0 No If NO, please explain; tank and dispersal is 6' from property line Is the proposed system to be installed under a parking area? 1`3 Yes Z No Section of the Sanitary Sewage Ordinance from which you are seeking the variance (Le- leaching system will be 89 ft_ from well in lieu of required 100 ft.): Fusion Treatment Tank and dry well are 6 feet from property line Fusion Treatment Tank and dry well are 4 feet from the house Sept lc Variance Application Rew#sed February 2019 I the names parcel addresses and tax map numbers of all adjoining property owners. You may obtain lax numbers from the Assessor's Office as well as the nannies and addresses. Noirth Name Brian McHugh (Not affected) Address 24 gum Ridge Road Tax Map ID 239 16 1 18 South Name Pete Lempert Address AG Burnt Ridge Road, talre Gcnrge, NV 12845 Tax Map lD 239. 1&2-15 East Marne Joaehum Seitz Trust Address Tax Map 10 239 15-1-15 West Flame Lake George - Water Address r --r T t: rI r r Tax Map ID 4 E . ;: •r t: . . ,ri,., i/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at. t t „ % , 1r- •. ' ., Lam, I/We realize that putting the well, septic tank or leaching system less than the required feet from the r ; 4 I I may increase the risk of pollution. Owvier- Print Name- Jack Selz Date: tjflr'l�X3 Noe pwner—Signature: Date: ' f� " 2'�? WIGHMM Q8 TENANT RELZA25E STATEMENT (if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located au I/We realize that putting the septic tank or teaching system less t the required fe+rt from the :ic1� r 3..• . , . may increase the risk of pollution C,0&v4q4J Neighbor/Tenant- Pnnt Name Pete Lempert Bate: Neighbor/Tenant-Signature. Mstw't art4 V 04 Lao Date: S'ptr Varunce RpW+u:rar Relined ►CbrIJNY 7Ciy Y mommawwl AUTHORIZATION AND SIGNATURE PAGE This page includes the Authonzation to Act as Agent form, engineering fee disclosure, authorization for site vfslts, other permit responsibilities and agreement to provide documentation required Complete the following if the OWNER is using an Agent- Owner's Name- tack Senn Designates.: Fait Murdock as agent regarding, the Septic Variance for lax Map #- 739 36-1 -17 f3YMEWS SIGNlATtME: 1S. DATE: g f Z 3 0 i neinrering Fee Disclosure: Applications rnay be referred to the Town consulting engineer for review of septic design, storm drainage, etc as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. jAuth*nzation for Site visits- By signing this page and submitting the application materials attached herein, the Owner. Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of revievwing the apphcation submitted. W 1 Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Heafth. It is the applicants responsibility to obtain any additional permits. off 'at M tine Minutes Disclosure• It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer, the handwritten minutes shall be deemed the official record. E, the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist-- OWNER—PRINT NAME: Jack SeiLt OWNER—SIGNATURE, _ *�/ DATE 0/i� � 'r� � r AGENT— PRINT NAME : Eric Murdock J AGENT— SIGNATURE: lam` DATE: 1rr+rrstd r 0t r V !6l v septa Wrur.rt Itpr{/w.ir•Mr U � JU) J grate Route 9L n V � y _ U) ,y o SunnSe l� E¢ l �a W Q W , is A � C z_00 CD r LID 9L Z 26 Burnt Ridge Rd,take W George,NY 12845 0 ch 00 z W W Q z_ SITE LOCATION MAP o � U) 39: w U' NTS w O Z W 6 Z � 0 U (err D 0 N ¢p0Zrn F— < o W ( W CJ 06 Y >- W N ci a 0� Of Q < H 0 m U m W< J �� L'i4 0 � cy d INDEX OF DRAWINGS z o U Of Z w FIGURE 1 - SITE LOCATION MAP & DRAWINGS INDEX m o W FIGURE 2 - REPLACEMENT SEPTIC SYSTEM PLAN F- �— FIGURE 3 - SELECT DETAILS a o g FILE NUMBER r FIGURE 4 - SYSTEM SPECIFICATIONS EEM2021-044 :. FIGURE 5 - GENERAL CONSTRUCTION NOTES 7-16 �2023 FIGURE NO. 1 U PROJECT OVERVIEW — BASIS OF DESIGN ' � (D PROJECT THIS PLAN INCLUDES INFORMATION PERTAINING TO PROPOSED p� NORTH MODIFICATIONS TO AN EXISTING SEPTIC SYSTEM. THIS IS A VERY CHALLENGING LOT WITH LIMITED ACCESS FOR HEAVY EQUIPMENT. PLANS SPECIFY REPLACING EXISTING SEPTIC TANK WITH ENHANCED TREATMENT UNIT AT AN EXISTING COTTAGE. c I TREATED EFFLUENT WILL BE PLUMBED TO THE EXISTING DISPERSAL PIPING. THE TANK PROPOSED TO BE REPLACED IS OVER 50 FEET FROM LAKE GEORGE. NO ADDITIONAL BEDROOMS W ARE BEING PROPOSED. NO EVIDENCE OR REPORT OF ANY L � III BREAKOUT HAS BEEN OBSERVED. rn co 26 BURNT RIDGE ROAD ( THIS DESIGN SPECIFIES THE INSTALLATION OF A CLARUS FUSION —co i ZF450 ENHANCED TREATMENT UNIT. THE FUSION ZF 450 IS AN o/n Lo `r I NSF STANDARD 40 APPROVED CLASS I SYSTEM WITH A 450 GPD N 3 BEDROOM CLARUS FUSION TREATMENT CAPACITY. GRAVITY FLOW THROUGH THE FUSION Z�n DWELLING ZF450 ETU CONTINUES THROUGH AN ULTRA VIOLET LIGHT TO PROVIDE 4' 0 6.fi DISINFECTION WITH FINAL DISPERSAL INTO AN EXISTING DRY W M I O UV LIGHT WELL. A NEW PRECAST CONCRETE LID WITH ACCESS MANWAY WILL BE INSTALLED OVER THE EXISTING DRY WELL. n TO EXISTING THE COTTAGE HAS 3 BEDROOMS. A DESIGN FLOW OF 110 w DRYWELL GALLONS PER BEDROOM X 3 BEDROOMS = 330 GALLONS PER Cc Z DAY. NO GARBAGE GRINDER. NO ADDITIONAL BEDROOMS SHALL W Q d APPROXIMAOCATION OF BE ADDED. 'S I ' WATER LINE4-1 I DRINKING WATER IS PUMPED TO THE COTTAGE FROM LAKE z d d a i o ' GEORGE. ALL OF THE SURROUNDING DWELLINGS ALSO DRAW () POTABLE DRINKING WATER FROM LAKE GEORGE. NO DRINKING wi I- Q o — I WATER SUPPLY WELLS ARE KNOWN TO BE LOCATED WITHIN 100 W o Z 0_ N a <q FEET FROM THE EXISTING SEPTIC DISPERSAL AREAS. O O O rn W z I~-0 d < <q (n CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE O I 0- O PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS O Y w �— INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED N< >- P ¢ z DOCUMENTS. THIS PLAN HAS BEEN PREPARED FOR THE USE BY O O m w LAKE GEORGE THE CURRENT PROPERTY OWNER, FOR THE INSTALLATION OF A W¢ m O m SEPTIC SYSTEM. ALL INFORMATION SHOWN IS FOR REFERENCE V)p z 00 0_ W ONLY. UNAUTHORIZED ALTERATION OR ADDITION OF THESE Lw - U V PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION w LAW ARTICLE 145, SECTION 7209. p � M J i- O EL o Z W REPLACEMENT SEPTIC PLAN DO o LL O NTS a N o FILE NUMBER EEM2021-044 _.,,cis / DATE c 7-16-2023 FIGURE NO. 2 U WSMLL ONE OEIIMOED 115 VOLT,20 AMP ISOLATED J fn EXCAVATING DIMENSIONS ELEcrncaaaD w FROM THE NS ...__.. TO FUSION POND..WINE ODMPAESDDR MMY WO I � SYSTEM L W _ Fi CONTROL PANEL —I C . . WWlUgtdWW FUSION 450 T-1. 3'-8• 5-2' 4-4' _3-10• ® OaFm FUSION 800 8'-3• 4'-8• 6'-2• 5'-4• 4'-10' INC VAC U ALARM Sux mTx� „ ,uxr F�R C INCOMING N ALARM wro CT POWER GND--I�` Nx uN: / C ro N¢ \J uxeDMMFlAP-FOR ILLUSTRATION PURPOSES ONLY"REFER TO SCHEMATIC LOCATED IN HIGH WATER Vx'sxH a PA ///��� ///^^^''��� 00 PANEL FOR INSTAUATION ALARM IF -LNE „_,1*jjr REQUIRED �, xxsx080x4"� E Nx urEs W roFNtt UAMNFRIEBOX NOf WaTE�- sxarx FOR aA1+m �ZTo BLOWER NOTES: UI L O1)DIMESIONS'I•AND'E BLOWER FOR ZF-450 AND ZF-800 N•ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE Z.-. 2)THE OVERALL HEIGHT DIMENSION•H•IS TO THE TOP OF THE NARROW a W ADAPTER RING. NOT THE RISER LID.. B�b 3)A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE PURCHASED Texmm etrr� aVE SEPARATELY. TnMT»,Rac T/x x ya IFuxm Fawt Busse v AR Ln us s uss TwM Tr d- ro ux 00 FUSION 450 - DIMENSIONS & EXCAVATION DETAILS PANEL SCHEMATIC FUSION 450 - AIR COMPRESSOR DETAILS NTS NTS NTS p `t 0 FUSION CONTROL PANEL CONTRACTORANSTALLER _-__------ -- MUST READ&FOLLOW INSTRUCTIONS '�^ Lt_ ---.- INSTALL ONE DEDICATED 115 VOLT,20 AMP &PROCEDURES CONTAINED W .................................- ISOLATED ELECTRIC gRCUIT FROM THE MAIN IN GLARUS IN MANUAL ----- ..... ELECTRICAL SERNCE TO FUSION PANELWIRE COMPRE550R DIRECTLY INTO CONTROL PANEL Z� L�j(— Q O J INSULATE TOP UNIT W/ W U, z Of O _- RIgD FOAM INSULATION. r______, �� O N —------'-"""""""" ...-.......... DO NOT INSTALL UNDER DRIPLINE OF ROOF, R-8 PROTECTION REWIRED O MINIMUM.(7'THICK)EXTEND INFIITE BOX I Q O _______ -- INSTALL EUPAD, BOx i PLAN VIEW I '? H L'j U < Q W ON STONE PAD,TO PROMOTE TANK INSULATION 12'BEYOND I I ------ DRAINAGE AWAY FROM COMPRESSOR. TANK ON ALL SIDES L______J AIR COMPRESSOR INSULATED LID TYP. O W 24'x 18•x 8'THICK STONE PAD INSTALL THE FUSION N17H -TUFTITE BOX PLACED " __ _ _ ONE 6-INCH RISER TO BRING ON STONE PAD, TO J Q THE UDS TO GRADE.TYP. z PROMOTE DRAINAGE AWAY O m FROM COMPRESSOR. DO NOT W Q m (J (n W APPLY TWO BEADS OF SUCONE SEALANT OR a INSTALL UNDER DRIPUNE OF N O (n J CLEANWT SECTION BUTYLSEALA PRIOR NT SEWRING OUND E SUPPLIED LliR ACH RISER ROOF. Z DQ SCREWS TYP. AIR COMPRESSOR uj d" Q W WET PATIO BLOCKS 7) M U BUILDING SUITABLE GRANULAR MATERIAL SHALL C1 SEWER LINE AIR LINES TO FUSION i BE PLACED ON THE SIDES OF THE CAPILLARY AIR LINES FUSION UNIT TO BRING THE TO CONTROL PANEL L� FUSION TREATMENT UNIT SURROUNDING GRAND TO GRADE. STONE PAD I— ~"^� v CONCRETE ANCHORING AS SHOWN WHEN o Z TVF C`lu hJ�"%V REWIRED IN HIGH WATER TABLE AREAS. AIR LINES TO FUSION. a w Z w SEE FUSION OWNER'S MANUAL FOR MORE 1/2"0 SCD 40 PVC o FUSION VENTS THRCUm HOUSE VENT. 1 INFORMATION.CONSULT SPECIFYING OR APPROVED EQUAL m o oq IOOHOUSE SnMNGG VMTT SYSIEUM�NOT ON ENGINEER FOR REQUIREMENTS W S"LO'NG"S'ANo nHE TANK EXCAVATION SHALL '2 !l FUSION MANUFATUREn EXTEND 12-18'LONGER AND -•'• RECa/Ya1DAnON de REOUWEAIENTS.A o WIDER THAN TANK. SEPARATE VEFO MUST BE Ixsuum FUSION SHALL BE PLACED ON 6"LAYER OF WASHED V BROKEN STONE(1/4-1/2-0)O LEVELED TO FUSION 450 TANK FILE NUMBER WITHIN 1/8-INCH SIDE TO SIDE AND END TO END. MEASURES 857.x 44'x 62'H EEM2021-044 FUSION 450 - TYPICAL PROFILE °ATE AIR COMPRESSOR INSTALLATION -1 NTS FIGUURERE NO. NTS 3 U SYSTEM SPECIFICATIONS -� J °7 TUFTITE BOX PLACED ON n '� INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN STONE PAD, TO lL FLEXIBLE CONNECTION PROMOTE DRAINAGE c ACCORDANCE WITH MANUFACTURES WRITTEN INSTALLATION INSTRUCTIONS TO ALLOW REMOVAL OF AWAY FROM UNIT. DO p� FOUND IN CLARUS DOCUMENT CL0056, DATED 2020. TREATMENT TANK SHALL BOX ON UNIT NOT INSTALL UNDER DRIPLINEBE PLACED ON 6" LAYER OF WASHED BROKEN STONE (1/4 - 1/2 INCH ELECTRICAL JUNCTION BOX NSULATETOP & SIDES 0 DIAMETER) LEVELED TO WITHIN 1/8-INCH SIDE TO SIDE AND END TO & CONDUIT TO SWITCHED OF BOX Z'Vj END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER THAN POWER SOURCE AT CONTROL PANEL o TANK. FUSION TANK MEASURES 7'1'L X 3'8"W X 52'". SUITABLE GRANULAR GRADE MATERIAL SHALL BE PLACED ON THE SIDES OF THE FUSION UNIT TO BRING ELECTRICAL JUNCTION W THE SURROUNDING GROUND TO GRADE. INSTALL THE FUSION WITH A MINIMUM uj BOX ON UNIT. W OF ONE 6-INCH RISER TO BRING THE LIDS TO GRADE. a __ 2"RIGID INSULATION N UNDER BOX. R8 REQUIRED z00 CONTRACTOR WILL REMOVE ROCK AS NEEDED TO INSTALL TANK SO LIDS ARE I —4 FLUSH WITH FINISHED GRADE. a U`n 4"0 SCHD 40 RISER (V + PIPE INSULATION Z INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE TO FUSION PANEL. WIRE COMPRESSOR N Ill oc DIRECTLY INTO FUSION CONTROL PANEL. WIRE ULTRA VIOLET LIGHT INTO THE 22'5 INLET OUTLET BLOWER TERMINALS IN THE CONTROL PANEL. n 0°00 z FUSION EFFLUENT SHALL BE PIPED THROUGH A 4" DIAMETER TUFTITE BOX; , 4"0 SCHD 40 TYP. cV � SCHEDULE 40 PVC PIPE WITH SOLVENT-WELDED JOINTS, LAID AT MINIMUM PLAN VIEW ; N of GRADE OF 1/8 INCH PER FOOT THROUGH AN ULTRA VIOLET LIGHT FOR DISINFECTION o � (q DISINFECTION. FINAL DISPERSAL WILL BE TO THE EXISTING DRY WELL. M CHAMBER >- w z w O 0_ z � < o H w�zcco Q cD z rn z Q < �- wl U UV LIGHT IN BOX INSTALLATION Iy N Q of ~ o w —a 0 Q CL I— � O m NTS W�< mO J (!�Q W 00 Q w uj W o cy ~ � w I- o U) z rra ~ zw a` 4 I'IIFl�i i,. o O a .c, F GO o w N o � 0 FILE NUMBER F, EEM2021-044 DATE 7-16-2023 FIGURE N0. 4 i U GENERAL CONSTRUCTION NOTES ULfl J IL0) ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND ELECTRICIAN IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES a� STATE CODE, AND LOCAL CODES. RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL REGULATIONS. 0 m NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH z' SHALL BE CONNECTED TO THE SYSTEM. CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE fy o PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS ANY CURTAIN DRAINS MUST BE 20 FEET FROM THE DISPERSAL FIELD. INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED W_ j LANDSCAPE - INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT DOCUMENTS. Wc DISTURBANCE TO THE EXISTING VEGETATION INCLUDING MATURE NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF z m TREES. SOME TREE REMOVAL MAY BE NECESSARY HOWEVER, NO THE OWTS IS WARRANTED OR IMPLIED BY THE ENGINEER. — TREES SHALL BE REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. N ALL AREAS DISTURBED BY THIS CONSTRUCTION SHALL BE COVERED THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE 4 z WITH A MINIMUM OF 4-INCHES OF TOPSOIL AND PROPERLY SEEDED PRODUCTS ONLY. USE OF ANY OTHER PRODUCTS MAY CAUSE TO GRASS AND MULCHED. PREMATURE FAILURE. w SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY Lo REQUIRE REGRADING IN A YEAR. OF THE MANUFACTURE/SUPPLIER. WORKMANSHIP IS THE 00 z (n RESPONSIBILITY OF THE INSTALLER. THE UNDERSIGNED ENGINEER ui SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO DOES NOT GUARANTEE OR WARRANTEE EITHER OF THE ABOVE. C �— PREVENT SOIL FROM WASHING AWAY FROM THE WORK AREA. p 0 THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, z THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK PIPING, RISERS, COMPONENTS, AND LIDS SHALL BE INSTALLEDui E z (1-800-962-7962) AND HAVE THE PROPERTY OWNER LOCATE ANY WATER-TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. z O a ON-SITE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION CONTRACTOR WILL RE-INSTALL ANY EQUIPMENT/COMPONENT THAT IS u Q o 0 ACTIVITIES. ANY UNDERGROUND ELECTRICAL UTILITIES IN THE VICINITY NOT FOUND TO BE WATER TIGHT. TANKS SHALL BE INSTALLED AS OF THE OWTS DISPERSAL FIELD SHALL BE RELOCATED AS NEEDED AT NEEDED (TO BE DETERMINED BY THE INSTALLER) TO RESIST <o O z U THE DISCRETION OF THE OWTS INSTALLER. BUOYANCY. �-0 C) < � Z) Ow I ry MAINTENANCE SHALL BE PERFORMED BY ONSITE EQUIPMENT, INC. IN SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH ¢ > � p" ACCORDANCE WITH THE EQUIPMENT MANUFACTURES ENGINEER-APPROVED EQUIVALENT EQUIPMENT OR MATERIALS. iv J [If 0� < RECOMMENDATIONS OUTLINED IN THE HOMEOWNER'S MANUAL (CLARUS PROPOSALS FOR PRODUCTS SEEKING APPROVED-EQUAL STATUS I-o m O co DOCUMENT CL0056, DATED 2020). ONSITE EQUIPMENT, INC. HAS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. V)o Z -1 0 BEEN TRAINED TO PERFORM INSTALLATION, OPERATION & w d- ¢ U MAINTENANCE BY THE EQUIPMENT MANUFACTURE AND IS AN THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT Uj Ld n v J AUTHORIZED SERVICE PROVIDER. PROPERTY OWNER. UNAUTHORIZED ALTERATION OR ADDITION OF o_ O THESE PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION E L� LAW ARTICLE 145, SECTION 7209. o z O N L.LJ of z 3 uU W r rf,, r� m O a `n 04 a o FILE NUMBER EEM2021-044 0q¢�.,(-i DATE 7-16-2023 FIGURE NO. 5